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APPROVED 14590.2
_- BCIS Home ` Log In User Registration I Hot Topics f Submit Surcharge I stats &Pacts Publications Contact U5 j BCIS Site Map Links Search { USER:ProdPublic Approval e: USER: User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2020 FL# 14590.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL. gp.rrh Rramrrlfc . AnniFratFn FL# i ype Manufacturer Validated fay, !Status i FL14590- Affirmation T T Shwinco Architectural Products, LLC E National Accreditation & I Approved FL#: FL14590.2 Management Institute R6 History Model: Series 9070 Fixed Window (Impact) (804) 684-5124 (WZ4) Description: Vinyl Impact Fixed Window Category: Windows 1 Subcategory. Fixed € FL14590- Revision Shwinco Architectural Products, LLC Lock, Bowden P.E. Pending FBC FL#: FL14590.2 (334) 300-1800 Approval I R8 Model., Series 9070 Fixed Window (Non -Impact) 1 I (Non-HVHZ) j Description: Vinyl Fixed Window Category: Windows i I Subcategory, Fixed j i `Approved by UBPR. Approvals by UBPK Shall be reviewed and rat€hed by the POC and/or the Commission if necessary. Contact Us :: 2501 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida is an AA/EEo employer. Cap rright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487,1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe BCIS Home � Log in j User Registration . Hot Topics i Submit Surcharge i Stats & Facts Publications : Contact Us BCIS Site Map Links Search bL - P ER! Pub Approval _� r-USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail x FL # FL14590-R6 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Shwinco Architectural Products, LLC Address/Phone/Email 171 let Services Way Dothan, AL 36303 (334) SS6-1000 engineering@shwinco.com Authorized Signature Keith Schneider engineering@shwinco.com Technical Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan, AL 36303 (334)556-1000 engineering@shwinco.com Quality Assurance Representative Josh Lowe Address/Phone/i-mail 171 Jet Services Way Dothan, AL 36303 (334) 556-1000 engineering@shwinco.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I,S,2/A440 2005 ASTM E1886 2013 ASTM E1886 2005 ASTM E1996 2014 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 09/02/2020 Date Validated 09/02/2020 Date Pending FBC Approval Date Approved 09/08/2020 Date Revised 01/22/2021 Summary of Products FL # Model, Number or Name ( Description € 14590.1 Series 9070 Fixed Window (Impact) i Vinyl Impact Fixed Window (HVHZ) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 9070 74x37-DP105,74x24-DPI50,52.5x83.5-DP50, 36x72-DP70. See Installation Instructions and Evaluation Report for allowable sizes, design pressures, installation requirements and limits of use. Certification Agency Certificate FL14590 R6 C CAC NI006863.01-R11 9070Fix 36x72 DP70.pdf FL14590 R6 C CAC NI010351.02-R6 9 7 FlxAr h 74x37 DP105.jdf FL14590 R6 C CAC NI010351.03-115 9070FixEye 74x24 DP150.pdf FL14590 R6 C CAC NI010351-114 9070Fix 52.5 x 83.5.pdf Quality Assurance Contract Expiration Date 03/31/2024 Installation Instructions FL14590 R6 II SWD050 SS 2020-07-26.pdf Verified By: Hermes F. Norero, P.E. Florida RE. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14590 R6 AE PER6889 SS 202�0-07-26.pd Inde endent Third Party; Yes �.4r"—O2 Series 9070 Fixed Window (Impact) I Vinyl Impact Fixed Window (WZ4) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 9070 72x72-DP120. See Installation Instructions and Evaluation Report for allowable sizes, design pressures, installation requirements and limits of use. 14590.3 Series 9070 Fixed Window (Non - Impact) (Non-HVHZ) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: 9070 72x72-DP90, 102x68-DP150. See Installation Instructions and Evaluation Report for allowable sizes, design pressures, installation requirements and limits of use. Certification Agency Certificate FL14590 R6 C CAC NI006863-R10 9070Fix 72x72 DP120.pdf Quality Assurance Contract Expiration Date OS/31/2024 Installation Instructions FL14590 R6 11 SWD051 SS 2020-07-26.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports e FL14590 R6 AE PER6890 SS 2020-07-26.pdf Created by Independent Third Party: Yes Vinyl Fixed Window Certification Agency Certificate FL14590 R6 C CAC NI006745-R7 9070Fixed 72x72 DP90.pdf FL14590 R6 C CAC NI009389-R7 9070Fix 102x68 DP150.pdf Quality Assurance Contract Expiration Date 03/31/2024 Installation Instructions FL14590 R6 II 5WD052 SS 2020-06-15.ptid Verified By: Hermes F. Norero, P.E. Florida RE. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14590 R6 AE PER6891 SS 2020-06-15.pdf Created by Independent Third Party: Yes aegis K:tc INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AY EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM S1ZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF sl/2 INCH BASED ON QUANTITIES IN DP CHARTS NOT TO EXCEED THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHPS MAXIMUM ALLOWABLE SHIM STACKTO BE 1141NCH, SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #l0 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16" DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTI KW1K-CON 11 OF SUFFICIENT LENGTH TO ACHIEVE 11/4" MINIMUM EMBEDMENT. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE 010 GR. 5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE- 8. NAIL FIN: FOR INSTALLATION INTO WOOD FRAMING USE 920 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9. NAIL FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE It10 GR. 5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 7HREAD5 PENETRATION BEYOND METAL FRAME SUBSTRATE. 10. CLIP INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 11. CLIP INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16" DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTI KWIK-CON II OF SUFFICIENT LENGTH TO ACHIEVE 1 1 4" MINIMUM EMBEDMENT_ 12. CLIP INSTALLATION: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE N10 GA. 5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 14. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 15. FDA HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, 26. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN S138STRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. SHWINCO ARCHITECTURAL PRODUCTS, LLC SERIES 9070 FIXED WI ND O W (I MPA C T) (WZ4) 17, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SU85TRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF D.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. F. ALUMINUM - MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/8" (0.125"). GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN €S DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/ W DMA/CSA 101/I.S2/A440-11 ASTM E1886-13a • ASTM E 1996-14a 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, 1X AND 2X BUCKS {WHEN USED( SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE IN57ALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZAREAS. 5APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESI57ANCE ON WIND ZONE 4 OR LESS. 6, WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 7 FOR GLAZING DETAILS. B WATER PROOFING SHALL BE THE RESPONSIBILITY OF THE INSTALLER. FOR BEST PRACTICE, PLEASE REVIEW FMA/AAMA/WDMA INSTALLATION DOCUMENTS. TABLE OF CONTENTS SHEET REVISION SECTION DESCRIPTION 1 - INSTALLATION AND GENERAL NOTES 2 _ ELEVATION AND ANCHOR LAYOUTS 3 - VERTICAL SECTIONS (THROUGH FRAME INSTALLATION( 4 VERTICAL SECTIONS(NAIL FIN INSTALLATION( 5 _ HORIZONTAL SECTION (THROUGH FRAME INSTALLAT3ON) 5 _ HORIZONTAL SECTIONS(NAIL FIN INSTALLATION) 7 - GLAZING DETAILS & BILL OF MATERIALS DESIGN PRESSURE MAX. OVERALL SIZE MAX D.L.O SIZE DESIGN MISSILE PRESSURE IMPACT RATED WIDTH HEIGHT WIDTH HEIGHT LARGE & SMALL 72.D0" 72.00" 67.00" 67.00" +120/-120 PSF MISSILE IMPACT RATED Frld WINDOWS Arc 1000RS MWMKD GOM 00YOKa COXPARC. 171 PZMCD DRIVE nOTHAN, AL 3E30J PH: E80-271.89CO FM: 850-271-3050 o o Z d o ;-a z a 2iN zC o=; 03 Oz D Wmq�a x� �¢ zgga�� �a r N Z Ly r 00 a w m � w a REMARKS BY DATE "�uc:rrr�zon a�cwiecisH�rrarnarnxc snc srcoFc" git.l y signed by Hermes F Norero Cason: 1 am a➢ roving this document N.77 �p OF C-- 4U ► 30e E DI BEACH 9LVO 0 ]W DMIA BEACH, IT M FBPE OERT. CF AUT IZAHON No. ZB570 FL #: FL14590 DATE: 04, 06.2019 DWG, BY: CHK. BY: YC I HFN SCALE: NTS DwG.n: SWD051 SHEET: 1 OF 7 - 3/4" MEN. EDGE DISTANCE CAULK BETWEEN 2X WOOD BUCK & CONCRETE/MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH. BY OTHERS WOOD INSTALLATION ANCHOR SEE NOTE 5 SHEET 1 METAL FRAMING BY OTHERS SHEATHING BY OTHERSw EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS PERIMETER CAULK__-` 1/4" MAX. RY OTHERS SHIM SPACE / MIN. EMBEDMENT O.A. WINDOW 1 SEE NOTE 5 SHEET 1 HEIGHT 3 2 O.A. WINDOW INTERIOR HEIGHT EXTERIOR SEE GLAZING DETAILS SHEET 7 A VERTICAL SECTION HEAD - 2X WOOD SUCK THROUGH FAME INSTALLATION (REPLACEMENT) EXTERIOR INTERIOR SEE GLAZING DETAILS SHEET 7 O.A. WINDOW HEIGHT CONCRETE OR CMU IN$TALLATION ANCHOR SEE NOTE 11 SHEET 1 VERTICAL SECTION 3 PRE -CAST SILL -CONCRETE/MASONRY CLIP INSTALLATION 1/4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT 1 1/8" MIN. EDGE DISTANCE PERIMETER CAULK BY OTHERS 3/4" MIN EDGE DISTANCE 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE 1/4" MAXIMUM SHIM SPACING SELF -TAPPING SCREW INSTALLATION ANCHOR SEE NOTE 7 SHEET 1 SEE GLAZING It DETAILS SHEET 7 VERTICAL SECTION 3 HEAD - METAL STUD FRAME THROUGH FAME INSTALLATION (FLANGE) EXTERIOR INTERIOR SEE GLAZING O.A. WINDOW DETAILS SHEET 7 2 HEIGHT 3 1/4" MAX. 1 1 � SHIM SPACE PRE-CASTSILL BY OTHERS +t, 1 1/4" MIN. .. 'f, .. EMBEDMENT CONCRETE OR CMU INSTALLATION 11/8" MEN. EDGE ANCHOR SEE NOTE 6 SHEET 1 DISTANCE n VERTICAL SECTION 3 PRE -CAST SILL -CONCRETE/MASONRY THROUGH FAME INSTALLATION (REPLECEMENT) 1NDO'1 ,VSAND D 0 0 R S H¢YOl/p doog, 00YOND =KPARC, 1]3 PC= DRIVE DOTHAN,AL35303 PH: 850.Z71La900 FY:05D.271.3050 Li m o z N� 3 N � ❑ ¢ � a � x^ G U o— C 1. 0 F � CC _ q N 5, o 0 n a � n SRf.lf SN[ [nxortbNStnUS[ �ACILiP.ou]io ai�uie FP]M T"4 xf4Ulf[MfNtS ][14iN:G NFRF�N, aUCFNs[o ENLIN�fU]F AF.�OR �f wmifiNlS ]]CYFnfrv�CINC O 'err � • �'1 � S . 'SYO * N 7 7 -0 5A OF Fr O IDS :' +vim. �8e E. ON CACN 9Lvn. / SSe FHPF: CFAT. OF AVilIORJZATFON No. 29576 FL #: FL14590 DATE: 04.06.2019 DWG, C CHK FN SCALE: NTS DWG.11: SWD051 SHEET: 3 OF 7 . CAULK BETWEEN MIN. EMBEDMENT 2X WOOD BUCK & SEE NOTE 5 SHEET 1 VI CONCRETE/MASONRY SHEATHING BY WIN LD o w;s" .nvo Door — BY OTHERS OTHERS 627Ri4P6 mg.Bp7®klbC(13-0�ApO.' CAULK BETWEEN FLASHING BY OTHERS FIN & 2X WOOD BUCK MIN. EMBEDMENT CAULK BETWEEN WOOD INSTALLATION ANCHOR 171 BY OTHERS SEE NOTE 5 SHEET 1 FIN & SHEATHING SEE NOTES & 8 SHEET 1 3 UOTI fAN, AFL 36303 EXTERIOR FINISH WOOD INSTALLATION ANCHOR `� a EXTERIOR FINISH 2X WOOD FRAME PH: sso-an-AN, 850-271-3oso BY OTHERS•;'. SEE NOTE 8 SHEET 1 BY OTHERS BY OTHERS Z m PERIMETER CAULK PERIMETER CAULK 3 z — BY OTHERS BY OTHERS n 0 d o m es 1/4" MAX. 1 1/4" MAX. SHIM SPACE SHIM SPACE w Qa 0 .= ° / 3 1 2" MEN. EDGE / t 3/4" MIN. EDGE vL O m D.A. WINDOW 1 DISTANCE DISTANCE = a HEIGHT 3 2 2 INTERIOR O.A. WINDOW SEE GLAZING w a EXTERIOR HEIGHT DETAILS SHEET 7 a SEE GLAZING REMARKS BY DATE DETAILS SHEET 7 EXTERIOR INTERIOR A VERTICAL SECTION VERTICAL SECTION 4 HEAD -2XWOOD FRAME HEAD-2X WOOD FRAME NAILFIN INSTALLATION (FLANGE) lv NAIL FIN INSTALLATION (FLANGE) s„crq[F..noHaernasanaeYon[.[xA«eeEgYac AIV nr— ILF—A—AL COUDRi0u5—A5-101C olrlaxL G"Sf mflnlUilOUTO DLVIgTE rs 3[YAhEb"EPEIk A LICCNSFO F'[uG UFIxAPANCMIIFlTSH vnH[&Y(SDEGFR S OCCUA7LM. EXTERIOR INTERIOR EXTERIOR INTFRlOR ,<titLl}LIIDtD�ff SEE GLAZING SEE GLAZING .••' �i 3 DETAILS SHEET 7 1/4" MAX. DETAILS SHEET 7 1/4" MAX. 2 �,� O.AHEIGHT WINDOW 2 SHIM SPACE O.A. WINDOW SHIM SPACE j 7 r 3 HEIGHT 3 'U / 5 A OF ;• tr 1 ( 1 3/4" MIN. EDGE 3/4" MIN. EDGE d.�. O lOp'•'� ski DISTANCE PERIMETER CAULK DISTANCE PERIMETER CAUL BY CTHERS BY OTHERS EXTERIOR FINISH EXTERIOR FINISH Sae L DMA BEACn atw. 33a BuO BY OTHERS BY OTHERS FBpE CERT. OF AUSilCRIZATON no. 2637B AUlh0 FLh: CAULK BETWEEN CAULK BETWEEN 2X WOOD FRAME METAL FRAMING FIN &SHEATHING BY OTHERS FIN &SHEATHING BY OTHERS F I.14590 SHEATHING BY WOOD INSTALLATION ANCHOR SELF -TAPPING SCREW DATE. 04.06.2Q19 OTHERS SEE NOTE BSHEET 1 3THREADS MIN. INSTALLATION ANCHOR DWG. BY: CHK, BY: PENETRATION SEE NOTE 7 SHEET 1 BEYOND METAL YC I NFN MIN, EMBEDMENT STRUCTURE SCALE: NTS SEE NOTE S SHEET 1 DWG.#: SWD051 VERTICAL SECTION D VERTICAL SECTION SHEET: 4 SILL- 2X WOOD FRAME 4 SILL - METAL STUD FRAME 4 NAILFIN INSTALLATION (NON-FLANGEf NAILFIN INSTALLATION (FLANGES 3 THREADS MIN. \ PENETRATION �. BEYOND METAL STRUCTURE METAL FRAMING BY OTHERS w I N D OWS AR D D 00 R5 1/4" MAX. 1/4" MAX. SELF -TAPPING SCREW 04"340 a0m. 01YONn L NpARL'. SHIM SPACE SHIM SPACE INSTALLATION ANCHOR MIN. EMBEDMENT 171 HAN, A DRIVE SEE NOTE 5 SHEET 1 2X WOOD BUCK SEE NOTE 12 SHEEN 1 uo 1-9900 FX:95 BY OTHERS INTERIOR HH�. eso-vi�a9oo cx: aso-vz.aoso INTERIOR 5 WOOD INSTALLATION ANCHOR 1 1 6 SEE NOTE 5 SHEET 1 ^ Z e SEE GLAZING Z DETAILSSHEET7 z a O ao�mo SEE GLAZING DETAILS SHEET 7\ �+`f �n a \\`y 3/4" MIN. p x� n 9 g^ n 3/4" MIN. EDGE DISTANCE w EDGE DISTANCE a wd O K r m O 2 p EXTERIOR PERIMETER CAULK PERIMETER CAULK EXTERIOR BY OTHERS EXTERIOR FINISH BY Al OTHERS FINISH 8Y REMARKS BY DATE OTHERS O.A. WINDOW O.A. WINDOW WIDTH WIDTH n HORIZONTAL SECTION g HORIZONTAL SECTION 5 JAMB - 2X W006 FRAME JAMB - METAL STUD FRAME mR pnuu*ou" a mu THROUGH FAME INSTALLATION (FLANGE) CLIP INSTALLATION +"a �+nv uor Reo1nnn"ei SFROM Tf REPuRE+ff"rGs"Fe� 13/4" MIN, ��OOC"aE"IR�FORfUSE WIrHP*RwS RpfuRMCMLI C EMBEDMENT 3 THREADS MIN. PENETRATION • 1/4" MAX. BEYOND METAL `+�tlSiaillttltl/'' SHIM SPACE E 'ice CAULK BETWEEN 1X WOOD '+r : 1X WOOD BUCK 1/4" MAX. STRUCTURE METAL FRAMING BY OTHERS `�'+�� •• O sir BUCK &CONCRETE/MASONRY BY OTHERS(OPTIONAL} 5H€M SPACE —� SELF-7APPtNGSCREW r BY OTHERS '. ';a.�•.• 1 INSTALLATION ANCHOR CONCRETE OR CMU z 1 5EE NOTE 7 SHEET 1 �' INSTALLATION ANCHOR SEE - SEE GLAZING INTERIOR INTERIOR 2 S A- OF t iry NOTE 5 SHEET 1 I Z DETAILS SHEET 7 . p SEE GLAZING .(r {J ID�'� • �/ DETAILS SHEET7 1 1/2" MIN. EDGE 6ISTA14CE'i, , ;''•�, Z r ` 'dRa [j IA a km e3 asa C. W sae 'I� • _' • 3/4" MIN, CM.ar R.u�NowzFIcu N. zasza 4 EDGE DISTANCE FLk: /� EXTERIOR FINISH BY `� 3 3 FL14590 OTHERS DATE: 04.0 E. Z 019 PERIMETER CAULK EXTERIOR EXTERIOR PERIMETER CAULK BY OTHERS 8Y OTHERS CAULK BETWEEN DWGYC CHK. B FIN & SHEATHING HFN O.A. WINDOW O.A. WINDOW -.� EXTERIOR FINISH BY SCALE: NTT WIDTH WIDTH OTHERS owG. a: Sln/D051 C HORIZONTAL SECTION n HORIZONTAL SECTION 5HEE7: JAMB - CONCRETE OR CMU IAMB -METAL STUD THROUGH FAME INSTALLATION (FLANGE) THROUGH FAME INSTALLATION (REPLACEMENT{ 0F 7 CAULK BETWEEN 1X WOOD BUCK & CONCRETE/MASONRY BY OTHERS WOOD INSTALLATION ANCHOR SEE NOTE 8 SHEET 1 MIN. EMBEDMENT'' SEE NOTE B SHEET 1 .:. ,. EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 3/4" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE �2X WOOD BUCK BY OTHERS INTERIOR SEE GLAZING DETAILS SHEET 7 U EXTERIOR 1. O.A. WINDOW WIDTH A HORIZONTAL SECTION 6 JAMB • 2X WOOD BUCK NAIL FIN INSTALLATEON)NON-FLANGE) INTERIOR SEE GLAZING DETAILS SHEET 7 Pr t¢W1NfDi"IWS-AID DOORS iA'W9t(A CPCM. MONO CDNPARr 171 PEMCO DRIVE DCTHAN, AL 36303 PH: 650.£71.69613 FK: 950-271-KSD U m z Zm t7� b III a ' 314" MIN. EDGE O€STANCE `^ a O r m 1/4" MAXO m SHIM SPACE o = fl / METAL FRAMING BY OTHERS aL a { ,t; r \ r a 1 SELF -TAPPING SCREW REMARKS BY DATE INSTALLATION ANCHOR Z © SEE NOTE 9 SHEET 1 3 THREADS MIN. PENETRATION BEYOND METAL r ,1N + I04 o-rr+iIS EWRIKIPHODNARrcrusnIC nuunr k+or arscrcr+cruac wuoirio+s rou a sarcvm STRUCTURE sir, ivNrt wnamoDsu�¢<<Iunn �unon ro o¢wate T EXTERIOR PERIMETER CAULK CAULK BETWEEN BY OTHERS FIN &SHEATHING EXTERIOR FINISH BY OTHERS O.A. WINDOW WIDTH g HORIZONTAL SECTION 6 JAMB -METAL STUD FRAME NAIL FIN INSTALLATION 1```LLtt 7111 tI o rr>rrri OF *^ a r Sea E. MA SI 2Fl,fN 8LYr1, / axi DANIA AUTH6 FL 104 4 IAN FBPE CER7. OF hDiH011k2A110N Ne. 29579 FL #: FL14590 DATE: 04.06.2.019 DWG. BY: CHK. BY: YC I HFN SCALE: NTS DWG.#: SWD051 SHEET: 6 OF 7 BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER i HEAD,IAMB, SILL FRAME (FIN) VINYL VISION EXTRUSIONS LIMITED lA. HEAD, JAMB, SILL FRAME(FRAMEI VINYL VISION EXTRUSIONS Um17FD 2 JAMB COVER VINYL VISION EXTRUSIONS LIMI7E❑ 3 GLAZING BEAD (INSULATED GLASS) VINYL VISION EXTRUSIONS LIMITED 4 GLAZING BEAD IS NGLE GLASS) VINYL VISION EXTRUSIONS LIMITED 5 INSTALLATION CLIP STEEL 6 GLASS BEDDING-DOW1199 SILICONE DCWCORNINZ 7 GLASS BEDDING-NOVAGUAID M-1W SILICONE NQVAGUARD 8 SPACER pDRA-SEAL NOTE: ALL PVC EXTRUSIONS ARE CERTIFIED UNDER MIAMI DADE NOA 06-0705.03 OvErAD, JAMB, SILL FRAME (FIN) YL 1A vELAD, JAMB, SILL FRAME (FLANGE) TYPICAL WALL TH ICKN ESS:.060" TYPICAL WALL THICKNESS: .060" 0.750" 3.660" 1.375" III 1.377" J 3.86" 7 7 1.932" 1 177" J OJAMB COVER 2 VINYL O GLAZING BEAD (INSULATED) O GLAZING BEAD (SINGLE GLAZE) O VINYL INSTALLATION CLIP STEEL TYPICAL WALL THICKNESS: .064" VINYL TYPICAL WALL THICKNESS:.p54" TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" r-4„� 1-� 0.5" 0,777" 0.414" 0.875" GLASS BITE r II / EXTERIOR WIN Do L'V`S,i;N-DOORS Hf N6 C+OML 6XV090 COMPARE. 171 YEMCO DRIVE DOT:IAN, AL 36303 PH: 650-2]]-8900 FX: 850-271-3DSo LJ m C5 zm t 8 m O q ssa�a x= o2 Z 20 wa a N� Sm rm' o � m r m n a a a REMARKS BY DATE 1.025" m ofwcif 1,00" O.A. INSULATED GLASS 1.00" O.A. INSULATED GLASS a " �o��n w iH°Ai's'"oa CONSISTING OF: CONSISTING OF: 0.167S TEMPERED GLASS 0.1375" ANNEALED GLASS4 0.3975" AIR SPACE 0,50" AIR SPACE `+YtSTss�l IJJI,��,` 0.2875" H.S. GLASS 0.125 ANNEALED GLASS Q 0.075" PVB INTERLAYER BY SOLUTIA 0.090" PVB INTERLAYER BY SOLUTIA 0.187S" H.S GLASS 3 0.125" ANNEALED GLASS N ,7 7 e � INTERIOR OF lY y s 0.975" GLASS �fiLLNTERIOR BITE I O 1DP •' y� i `(6 1 F 4 G� +� GLAZING DETAIL A EXTERIOR\— J1-/ GLAZING DETAIL B NOTE: 1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS CHART REQUIREMENTS. 2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER CH 24 OF THE CURRENT FBC. 3. GLASS LITES THAT EXCEED 36" IN WIDTH SHALL USE SETTING BLOCKS AT 1/4 SPAN FROM CORNERS. 4. TEMPERED GLASS ON SACRIFICIAL LITE SHALL BE USE ON APPLICATIONS OF 30 FEET ABOVE GRADE 396 E. omli W( BLWr 136 ox, BEAM. R. 3SOD4 HIM C . W 07" MZAMN No. 26518 FL #: FL14590 DATE: 04.06.2019 DWG. BY: CHK, BY: YC HFN SCALE: NTS DwG.#: SWD051 7